HomeMy WebLinkAboutPRODUCT REPORT -STEEL ROOF PANELPalm City, FL 34990
Compliant with Florida Building Code 2017 (61h ed.) RECEIVED
Compliant with Florida Product Approval Rule # 61G20- OCT 2 6 2C19
Compliant: Keystone Certifications sT. Lucie county, Permitting
Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2
Yield strength: 50 ksi min.; Attached to min.15/32" plywood or Wood
Deck w/ min. 0.42 specific gravity with screws. 24" Coverage
Rib Height 3/8"
Corrosion Resistant Compliant: FBC Sec. 1507.4.3
Fastener 1 (Method 1 Attachment): #9 x 1-1/2" Hex -Washer Head wood screw* to penetrate
3/16""�min. thru deck"or 5/8" embedment into wood plank. (*or sufficient length to meet
requirlements)
Fastener 2 (Method 2,3, & 4 Attachment): #10 x 1-1/2" Hex -Washer Head wood screw* to
penetrate 3/16" min. thru deck or 5/8" embedment into wood plank. (*or sufficient length
to meet requirements)
Underlayment: To be compliant with FBC Sec. Chart 1507.1.1
Slope:lShall be in compliance with FBC Sec.1507.
See Fastener attachment specifications above
Install Details. Table A,.' Allowable Loads
METHOD 1
METHOD 2
METHOD 3
METHOD 4
DESIGN PRESSURE*
-86 PSF
-93.5 PSF
-101 PSF
-228 PSF
ROW SPACING
16" o.c.
16" o.c.
8" o.c.
6" ox.
FASTENER SPACING (ALONG Panel width)
12" G.C.
12" o.c.
12" o.c.
12" o.c.
FASTENER SIZE
#9
#10
#10
#20
Reference Data: ARCHITECTURAL TESTING, INC. TST ID#: 1527,
UL 580-06 & 1897-041 Test Report DaS893.01-450-18 05/02/14
Test Report F3366.01-450-18.12/18/15
TAS 125-03 Test Report D05893.02-450-18 07/22/14
*EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 2897-1� *Design pressure margin of safety 2.1
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Locke Bowden, P.E. does not have, not will acquire a financial intiIr}�'cgl' r)�►mfacturing or distributing products
under this evaluation. . a
Locke Bowden, P.E. is not owned, operated, or controlled by a& cornpa►(Vprn4bJf 4turer, or distributing products under this
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FL17O22.1 S !Crimp (26GA Steel), 24" Wide Roo-TIPanel - Details
Limitations:
1. Underlayment to be compliance with current Florida Building Code (FBC)2017 6th ed.
2. Minimurj slope to be compliant with Florida Building Code 2017 61h ed., and per with Manufacturer's installation reference.
3. Products are compliant for State of Florida product approval per Rule 61 G20-3. Compliance Method: 1-D
4. Engineering analysis for "project specific approval by local authorities w/jurisdiction is allowed by other registered engineers.
5. Fire classification is not part of this acceptance. Shear diaphragm values are outside this report.
6. Support framing in compliance w/FBC 2017 61h ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for
Structural Loading.
7. This report does not imply warranty, installation, recommended product use outside of this report.
15/32" or greater Plywood, or
Wood plank
24-
318"
T_ N6__I,_ olTlorau STRIATIONS
Panel Profile
Nominal 12" �_ Nominal12"
O.C. f o.c.
Fasten
9 X -1/2" Min. or #10 X 1-1/2" Min. per
—fable "A" Hex Washer Head Screw
Spaced 12" o.c. across the Panel Width
Panel Refer to Table "A" for Spacing Along Panel
Overlap Length
Deck-15/32" or greater
Plywood, or
-Wood plank